Harga Satuan Pokok Kegiatan

21

2020

24.2.4.30

Besi Tulangan U 48 Ulir

Kg

43.791,14

Tidak Dipakai

22

2020

24.2.3.16

Besi Tulangan untuk struktur drainase Beton minor

Kg

40.826,14

Tidak Dipakai

23

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.25	Beton Diafragma fc’ 30 MPa termasuk pekerjaan penegangan setelah pengecoran (post tension)		M3
	Upah:
123.1.1.1.1.6	Mandor	0.1287	OH	206.800,00	26.615,16
123.1.1.1.1.14	Pekerja Terlatih	1.287	OH	150.800,00	194.079,59
123.1.1.1.1.23	Tukang	0.1287	OH	177.500,00	22.844,25
				Jumlah	243.539,00
	Bahan/Material:
117.1.1.1.2.51	Pracetak K 350	0.158	M3	3.514.200,00	555.243,63
117.1.1.1.14.32	Besi Beton Polos	31.6	Kg	16.900,00	534.040,01
				Jumlah	1.089.283,63
	Sewa Peralatan:
123.2.2.1.2.23	Crane 80 Ton	0.9009	jam	951.200,00	856.936,09
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	858.336,09
				Nilai HSPK	2.191.158,72

2020

24.2.4.25

Beton Diafragma fc’ 30 MPa termasuk pekerjaan penegangan setelah pengecoran (post tension)

M3

2.191.158,72

Tidak Dipakai

24

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.19	Beton Diafragma Tepi 125x124x20		buah
	Upah:
123.1.1.1.1.6	Mandor	0.1006	OH	206.800,00	20.804,08
123.1.1.1.1.14	Pekerja Terlatih	1.006	OH	150.800,00	151.704,81
123.1.1.1.1.23	Tukang	0.1006	OH	177.500,00	17.856,50
				Jumlah	190.365,39
	Bahan/Material:
117.1.1.1.2.51	Pracetak K 350	0.31	M3	3.514.200,00	1.089.402,01
117.1.1.1.14.32	Besi Beton Polos	55.8	Kg	16.900,00	943.019,99
				Jumlah	2.032.422,00
	Sewa Peralatan:
123.2.2.1.2.23	Crane 80 Ton	0.7042	jam	951.200,00	669.835,07
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	671.235,07
				Nilai HSPK	2.894.022,45

2020

24.2.4.19

Beton Diafragma Tepi 125x124x20

buah

2.894.022,45

Tidak Dipakai

25

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.20	Beton Diafragma Tepi 125x161x15		buah
	Upah:
123.1.1.1.1.6	Mandor	0.1006	OH	206.800,00	20.804,08
123.1.1.1.1.14	Pekerja Terlatih	1.006	OH	150.800,00	151.704,81
123.1.1.1.1.23	Tukang	0.1006	OH	177.500,00	17.856,50
				Jumlah	190.365,39
	Bahan/Material:
117.1.1.1.2.51	Pracetak K 350	0.3	M3	3.514.200,00	1.054.260,04
117.1.1.1.14.32	Besi Beton Polos	54	Kg	16.900,00	912.600,00
				Jumlah	1.966.860,04
	Sewa Peralatan:
123.2.2.1.2.23	Crane 80 Ton	0.7042	jam	951.200,00	669.835,07
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	671.235,07
				Nilai HSPK	2.828.460,49

2020

24.2.4.20

Beton Diafragma Tepi 125x161x15

buah

2.828.460,49

Tidak Dipakai

26

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.3.15	Beton K250 (fc’ 20) untuk struktur drainase Beton minor		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0164	OH	206.800,00	3.391,52
123.1.1.1.1.14	Pekerja Terlatih	0.5737	OH	150.800,00	86.513,96
123.1.1.1.1.23	Tukang	0.1147	OH	177.500,00	20.359,25
				Jumlah	110.264,73
	Bahan/Material:
117.1.1.1.2.52	Semen	370.8	Kg	1.900,00	704.519,98
117.1.1.1.2.68	Aggregat Kasar	0.7425	M3	278.900,00	207.083,25
117.1.1.1.4.2	Pasir Beton	0.525	M3	247.100,00	129.727,49
117.1.1.1.14.32	Besi Beton Polos	45	Kg	16.900,00	760.500,00
117.1.1.1.22.230	Paku	1.2	Kg	25.700,00	30.840,00
117.1.1.1.22.542	Kawat Beton	0.025	Kg	34.882,00	872,05
132.3.2.13.1.37	Formworks	0.2	LS	3.952.700,00	790.540,01
				Jumlah	2.624.082,79
	Sewa Peralatan:
123.2.2.1.2.6	Beton Mixer	0.4016	jam	228.200,00	91.645,12
123.2.2.1.2.18	Concrete Vibrator	0.4016	jam	76.100,00	30.561,76
123.2.2.1.2.62	Water Tanker	0.0572	jam	525.600,00	30.064,32
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	153.671,20
				Nilai HSPK	2.888.018,72

2020

24.2.3.15

Beton K250 (fc’ 20) untuk struktur drainase Beton minor

M3

2.888.018,72

Tidak Dipakai

27

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.9	Beton mutu rendah fc’= 15 MPa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0978	OH	206.800,00	20.225,04
123.1.1.1.1.14	Pekerja Terlatih	0.1957	OH	150.800,00	29.511,56
123.1.1.1.1.23	Tukang	0.3914	OH	177.500,00	69.473,50
				Jumlah	119.210,10
	Bahan/Material:
117.1.1.1.2.52	Semen	327.54	Kg	1.900,00	622.326,02
117.1.1.1.2.68	Aggregat Kasar	0.9053	M3	278.900,00	252.488,18
117.1.1.1.4.2	Pasir Beton	0.5024	M3	247.100,00	124.143,04
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	3.2	Kg	25.700,00	82.240,00
				Jumlah	2.662.277,25
	Sewa Peralatan:
123.2.2.1.2.14	Concrete Mixer	0.6849	jam	228.200,00	156.294,18
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	177.772,10
				Nilai HSPK	2.959.259,45

2020

24.2.4.9

Beton mutu rendah fc’= 15 MPa

M3

2.959.259,45

Tidak Dipakai

28

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.10	Beton mutu rendah fc’= 15 MPa (utk cover slab)		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0978	OH	206.800,00	20.225,04
123.1.1.1.1.14	Pekerja Terlatih	0.1957	OH	150.800,00	29.511,56
123.1.1.1.1.23	Tukang	0.1957	OH	177.500,00	34.736,75
				Jumlah	84.473,35
	Bahan/Material:
117.1.1.1.2.52	Semen	327.54	Kg	1.900,00	622.326,02
117.1.1.1.2.68	Aggregat Kasar	0.9053	M3	278.900,00	252.488,18
117.1.1.1.4.2	Pasir Beton	0.5024	M3	247.100,00	124.143,04
				Jumlah	998.957,23
	Sewa Peralatan:
123.2.2.1.2.14	Concrete Mixer	0.6849	jam	228.200,00	156.294,18
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	177.772,10
				Nilai HSPK	1.261.202,68

2020

24.2.4.10

Beton mutu rendah fc’= 15 MPa (utk cover slab)

M3

1.261.202,68

Tidak Dipakai

29

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.11	Beton mutu rendah fc’= 15 MPa (utk cover slab) 1		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0978	OH	206.800,00	20.225,04
123.1.1.1.1.14	Pekerja Terlatih	0.1957	OH	150.800,00	29.511,56
123.1.1.1.1.23	Tukang	0.1957	OH	177.500,00	34.736,75
				Jumlah	84.473,35
	Bahan/Material:
117.1.1.1.2.52	Semen	327.54	Kg	1.900,00	622.326,02
117.1.1.1.2.68	Aggregat Kasar	0.9053	M3	278.900,00	252.488,18
117.1.1.1.4.2	Pasir Beton	0.5024	M3	247.100,00	124.143,04
				Jumlah	998.957,23
	Sewa Peralatan:
123.2.2.1.2.14	Concrete Mixer	0.6849	jam	228.200,00	156.294,18
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	177.772,10
				Nilai HSPK	1.261.202,68

2020

24.2.4.11

Beton mutu rendah fc’= 15 MPa (utk cover slab) 1

M3

1.261.202,68

Tidak Dipakai

30

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.13	Beton mutu rendah fc’= 10 Mpa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0978	OH	206.800,00	20.225,04
123.1.1.1.1.14	Pekerja Terlatih	0.1957	OH	150.800,00	29.511,56
123.1.1.1.1.23	Tukang	0.3914	OH	177.500,00	69.473,50
				Jumlah	119.210,10
	Bahan/Material:
117.1.1.1.2.52	Semen	311.06	Kg	1.900,00	591.014,00
117.1.1.1.2.68	Aggregat Kasar	0.9053	M3	278.900,00	252.488,18
117.1.1.1.4.2	Pasir Beton	0.5113	M3	247.100,00	126.342,24
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	3.2	Kg	25.700,00	82.240,00
				Jumlah	2.633.164,43
	Sewa Peralatan:
123.2.2.1.2.14	Concrete Mixer	0.6849	jam	228.200,00	156.294,18
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	177.772,10
				Nilai HSPK	2.930.146,63

2020

24.2.4.13

Beton mutu rendah fc’= 10 Mpa

M3

2.930.146,63

Tidak Dipakai

31

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.14	Beton mutu rendah fc’= 10 Mpa (utk talud drainase)		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0978	OH	206.800,00	20.225,04
123.1.1.1.1.14	Pekerja Terlatih	0.1957	OH	150.800,00	29.511,56
123.1.1.1.1.23	Tukang	0.1957	OH	177.500,00	34.736,75
				Jumlah	84.473,35
	Bahan/Material:
117.1.1.1.2.52	Semen	311.06	Kg	1.900,00	591.014,00
117.1.1.1.2.68	Aggregat Kasar	0.9053	M3	278.900,00	252.488,18
117.1.1.1.4.2	Pasir Beton	0.5113	M3	247.100,00	126.342,24
117.1.1.1.22.56	Kayu Perancah	0.144	M3	3.952.700,00	569.188,78
117.1.1.1.22.230	Paku	1.152	Kg	25.700,00	29.606,40
				Jumlah	1.568.639,58
	Sewa Peralatan:
123.2.2.1.2.14	Concrete Mixer	0.6849	jam	228.200,00	156.294,18
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	177.772,10
				Nilai HSPK	1.830.885,03

2020

24.2.4.14

Beton mutu rendah fc’= 10 Mpa (utk talud drainase)

M3

1.830.885,03

Tidak Dipakai

32

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.7	Beton mutu sedang fc’= 20 MPa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.2582	OH	177.500,00	45.830,50
				Jumlah	66.084,50
	Bahan/Material:
117.1.1.1.2.52	Semen	422.3	Kg	1.900,00	802.369,98
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.5412	M3	247.100,00	133.730,52
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	3.2	Kg	25.700,00	82.240,00
				Jumlah	2.806.922,12
	Sewa Peralatan:
123.2.2.1.2.15	Concrete Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.2817	jam	1.116.600,00	314.546,20
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	435.139,00
				Nilai HSPK	3.308.145,62

2020

24.2.4.7

Beton mutu sedang fc’= 20 MPa

M3

3.308.145,62

Tidak Dipakai

33

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.8	Beton mutu sedang fc’= 20 MPa (utk box culvert)		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.1578	OH	177.500,00	28.009,50
				Jumlah	48.263,50
	Bahan/Material:
117.1.1.1.2.52	Semen	422.3	Kg	1.900,00	802.369,98
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.5412	M3	247.100,00	133.730,52
117.1.1.1.22.56	Kayu Perancah	0.2	M3	3.952.700,00	790.540,01
117.1.1.1.22.230	Paku	1.6	Kg	25.700,00	41.120,00
				Jumlah	1.975.262,11
	Sewa Peralatan:
123.2.2.1.2.15	Concrete Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.2817	jam	1.116.600,00	314.546,20
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	435.139,00
				Nilai HSPK	2.458.664,61

2020

24.2.4.8

Beton mutu sedang fc’= 20 MPa (utk box culvert)

M3

2.458.664,61

Tidak Dipakai

34

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.6	Beton mutu sedang fc’= 25 Mpa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.2582	OH	177.500,00	45.830,50
				Jumlah	66.084,50
	Bahan/Material:
117.1.1.1.2.52	Semen	469.68	Kg	1.900,00	892.391,99
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.5097	M3	247.100,00	125.946,87
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	3.2	Kg	25.700,00	82.240,00
				Jumlah	2.889.160,49
	Sewa Peralatan:
123.2.2.1.2.15	Concrete Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.2817	jam	1.116.600,00	314.546,20
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	435.139,00
				Nilai HSPK	3.390.383,99

2020

24.2.4.6

Beton mutu sedang fc’= 25 Mpa

M3

3.390.383,99

Tidak Dipakai

35

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.5	Beton mutu sedang fc’=30 Mpa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.2582	OH	177.500,00	45.830,50
				Jumlah	66.084,50
	Bahan/Material:
117.1.1.1.2.52	Semen	469.68	Kg	1.900,00	892.391,99
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.5145	M3	247.100,00	127.132,96
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	3.2	Kg	25.700,00	82.240,00
				Jumlah	2.890.346,57
	Sewa Peralatan:
123.2.2.1.2.40	Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.2817	jam	1.116.600,00	314.546,20
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	435.139,00
				Nilai HSPK	3.391.570,07

2020

24.2.4.5

Beton mutu sedang fc’=30 Mpa

M3

3.391.570,07

Tidak Dipakai

36

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.4	Beton mutu tinggi fc’=35 Mpa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.2582	OH	177.500,00	45.830,50
				Jumlah	66.084,50
	Bahan/Material:
117.1.1.1.2.52	Semen	492.34	Kg	1.900,00	935.445,99
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.5024	M3	247.100,00	124.143,04
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	4.8	Kg	25.700,00	123.360,00
				Jumlah	2.971.530,66
	Sewa Peralatan:
123.2.2.1.2.15	Concrete Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.2817	jam	1.116.600,00	314.546,20
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	435.139,00
				Nilai HSPK	3.472.754,16

2020

24.2.4.4

Beton mutu tinggi fc’=35 Mpa

M3

3.472.754,16

Tidak Dipakai

37

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.3	Beton mutu tinggi fc’=40 Mpa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.2582	OH	177.500,00	45.830,50
				Jumlah	66.084,50
	Bahan/Material:
117.1.1.1.2.52	Semen	543.84	Kg	1.900,00	1.033.296,05
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.4345	M3	247.100,00	107.364,95
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	3.2	Kg	25.700,00	82.240,00
				Jumlah	3.011.482,63
	Sewa Peralatan:
123.2.2.1.2.15	Concrete Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.2817	jam	1.116.600,00	314.546,20
123.2.2.1.2.62	Water Tanker	0.0723	jam	525.600,00	38.000,88
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	453.061,97
				Nilai HSPK	3.530.629,10

2020

24.2.4.3

Beton mutu tinggi fc’=40 Mpa

M3

3.530.629,10

Tidak Dipakai

38

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.2	Beton mutu tinggi fc’=45 Mpa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.2582	OH	177.500,00	45.830,50
				Jumlah	66.084,50
	Bahan/Material:
117.1.1.1.2.52	Semen	595.34	Kg	1.900,00	1.131.146,05
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.4345	M3	247.100,00	107.364,95
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	4.8	Kg	25.700,00	123.360,00
				Jumlah	3.150.452,64
	Sewa Peralatan:
123.2.2.1.2.15	Concrete Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.3413	jam	1.116.600,00	381.095,59
123.2.2.1.2.61	Water Tank Truck	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	501.688,39
				Nilai HSPK	3.718.225,53

2020

24.2.4.2

Beton mutu tinggi fc’=45 Mpa

M3

3.718.225,53

Tidak Dipakai

39

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.1	Beton mutu tinggi fc’=50 Mpa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.2582	OH	177.500,00	45.830,50
				Jumlah	66.084,50
	Bahan/Material:
117.1.1.1.2.52	Semen	646.84	Kg	1.900,00	1.228.996,05
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.4345	M3	247.100,00	107.364,95
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	3.2	Kg	25.700,00	82.240,00
				Jumlah	3.207.182,63
	Sewa Peralatan:
123.2.2.1.2.15	Concrete Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.2817	jam	1.116.600,00	314.546,20
123.2.2.1.2.62	Water Tanker	0.0843	jam	525.600,00	44.308,08
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	459.369,16
				Nilai HSPK	3.732.636,29

2020

24.2.4.1

Beton mutu tinggi fc’=50 Mpa

M3

3.732.636,29

Tidak Dipakai

40

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.21	Beton Plat Deck K350 (fc' 30 Mpa); (100x145x7)		buah
	Upah:
123.1.1.1.1.6	Mandor	0.1006	OH	206.800,00	20.804,08
123.1.1.1.1.14	Pekerja Terlatih	1.006	OH	150.800,00	151.704,81
123.1.1.1.1.23	Tukang	0.1006	OH	177.500,00	17.856,50
				Jumlah	190.365,39
	Bahan/Material:
117.1.1.1.2.51	Pracetak K 350	0.31	M3	3.514.200,00	1.089.402,01
117.1.1.1.14.32	Besi Beton Polos	55.8	Kg	16.900,00	943.019,99
				Jumlah	2.032.422,00
	Sewa Peralatan:
123.2.2.1.2.23	Crane 80 Ton	0.7042	jam	951.200,00	669.835,07
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	671.235,07
				Nilai HSPK	2.894.022,45

2020

24.2.4.21

Beton Plat Deck K350 (fc' 30 Mpa); (100x145x7)

buah

2.894.022,45

Tidak Dipakai